CN203066107U - Indoor open trench of basement - Google Patents
Indoor open trench of basement Download PDFInfo
- Publication number
- CN203066107U CN203066107U CN2013200747449U CN201320074744U CN203066107U CN 203066107 U CN203066107 U CN 203066107U CN 2013200747449 U CN2013200747449 U CN 2013200747449U CN 201320074744 U CN201320074744 U CN 201320074744U CN 203066107 U CN203066107 U CN 203066107U
- Authority
- CN
- China
- Prior art keywords
- basement
- layer
- concrete
- bottom board
- concrete sloping
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model discloses an indoor open trench of a basement, and is characterized in that a fine aggregate concrete cushion layer is 80-100 mm in thickness; a polyurethane waterproof layer which is 30-50 mm in thickness is arranged on the fine aggregate concrete cushion layer; a basement baseboard is arranged on the polyurethane waterproof layer; the strength of concrete adopted by the basement baseboard is C 30 and the anti-permeability level of concrete adopted by the basement baseboard is P 6; a concrete slope-making layer is arranged on the basement baseplate; the gradient of the top surface of the concrete slope-making layer is 2 %; the concrete slope-making layer breaks at the position 250 mm away from the side wall of the basement and forms an open trench with the side wall of the basement; the open trench is 250 mm in width and 150 mm in depth; and a cement mortar screeding layer is arranged on the concrete slope-making layer. The indoor open trench of the basement is simple and practical.
Description
Technical field
The utility model relates to the indoor open drain of a kind of basement, is applicable to building field.
Background technology
The indoor open drain of basement refers at the indoor raceway groove that arranges of basement to get rid of the water discharge technology measure of basement ponding.How effectively draining guarantee simultaneously basement non-leakage be the problem that runs in the engineering practice.
The utility model content
The technical problem that the utility model solves provides the indoor open drain of a kind of basement, solves existing technical deficiency.
The utility model comprises the pea gravel concreten bed course, the polyurethane water-proof layer, the concrete sloping layer, the cement mortar screeding layer, basement bottom board, the basement sidewall, the pea gravel concreten cushion thickness is 80~100mm, the polyurethane water-proof layer is set above the pea gravel concreten bed course, the polyurethane water-proof layer thickness is 30~50mm, it is basement bottom board above the polyurethane water-proof layer, concrete strength that basement bottom board adopts is C30, impervious grade is P6, the concrete sloping layer is set above the basement bottom board, the concrete sloping layer end face gradient is 2%, the concrete sloping layer disconnects from basement sidewall 250mm place, concrete sloping layer and basement sidewall form the open drain, the open drain width is 250mm, and the degree of depth is 150mm, and the cement mortar screeding layer is set above the concrete sloping layer.
The utility model is simple and practical.
Description of drawings
The indoor open drain of Fig. 1 basement schematic diagram.
Reference numeral: 1, pea gravel concreten bed course, 2, the polyurethane water-proof layer, 3, the concrete sloping layer, 4, the cement mortar screeding layer, 5, basement bottom board, 6, the basement sidewall.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the indoor open drain of basement schematic diagram.The utility model comprises pea gravel concreten bed course 1, polyurethane water-proof layer 2, concrete sloping layer 3, cement mortar screeding layer 4, basement bottom board 5, basement sidewall 6, pea gravel concreten bed course 1 thickness is 100mm, polyurethane water-proof layer 2 is set above the pea gravel concreten bed course 1, polyurethane water-proof layer 2 thickness are 40mm, be basement bottom board 5 above the polyurethane water-proof layer 2, basement bottom board 5 concrete strength that adopts is C30, impervious grade is P6, concrete sloping layer 3 is set above the basement bottom board 5, the concrete sloping layer 3 end face gradients are 2%, concrete sloping layer 3 disconnects from basement sidewall 250mm place, concrete sloping layer 3 and basement sidewall 6 form the open drain, the open drain width is 250mm, and the degree of depth is 150mm, and cement mortar screeding layer 4 is set above the concrete sloping layer 3.
Claims (1)
1. indoor open drain of basement, it is characterized in that comprising the pea gravel concreten bed course, the polyurethane water-proof layer, the concrete sloping layer, the cement mortar screeding layer, basement bottom board, the basement sidewall, the pea gravel concreten cushion thickness is 80~100mm, the polyurethane water-proof layer is set above the pea gravel concreten bed course, the polyurethane water-proof layer thickness is 30~50mm, it is basement bottom board above the polyurethane water-proof layer, concrete strength that basement bottom board adopts is C30, impervious grade is P6, the concrete sloping layer is set above the basement bottom board, the concrete sloping layer end face gradient is 2%, the concrete sloping layer disconnects from basement sidewall 250mm place, and concrete sloping layer and basement sidewall form the open drain, and the open drain width is 250mm, the degree of depth is 150mm, and the cement mortar screeding layer is set above the concrete sloping layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013200747449U CN203066107U (en) | 2013-01-18 | 2013-01-18 | Indoor open trench of basement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013200747449U CN203066107U (en) | 2013-01-18 | 2013-01-18 | Indoor open trench of basement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203066107U true CN203066107U (en) | 2013-07-17 |
Family
ID=48764918
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2013200747449U Expired - Fee Related CN203066107U (en) | 2013-01-18 | 2013-01-18 | Indoor open trench of basement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203066107U (en) |
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2013
- 2013-01-18 CN CN2013200747449U patent/CN203066107U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130717 Termination date: 20140118 |